A C8X11.5 single channel section is bolted to a gusset plate with M22 bolts. Assume A36 steel, 5.6mm thick web for the channel and an 8mm gusset plate. U = 0.80. The channel has gross area of 2181mm2. The bolts have a shear stress of 457MPA. 30 65 65 30 60 80 60 C8X11.5 (AISC Designation)
A C8X11.5 single channel section is bolted to a gusset plate with M22 bolts. Assume A36 steel, 5.6mm thick web for the channel and an 8mm gusset plate. U = 0.80. The channel has gross area of 2181mm2. The bolts have a shear stress of 457MPA. 30 65 65 30 60 80 60 C8X11.5 (AISC Designation)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter7: Simple Connections
Section: Chapter Questions
Problem 7.11.10P
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![A C8X11.5 single channel section is
bolted to a gusset plate with M22 bolts.
Assume A36 steel, 5.6mm thick web for
the channel and an 8mm gusset plate. U
= 0.80.
The channel has a gross area of
2181mm2. The bolts have a shear stress
of 457MPA.
30 65 65 30
60
80
O O O
60
C8X11.5
(AISC Designation)
What is the allowable strength due to
bearing in bolts (kN)?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7cbbacd9-6d5d-41e3-9d7b-f10eb2dbf4ec%2F5531cef8-8d8c-4968-9fe2-3fb9c74db452%2F3o9kfuj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A C8X11.5 single channel section is
bolted to a gusset plate with M22 bolts.
Assume A36 steel, 5.6mm thick web for
the channel and an 8mm gusset plate. U
= 0.80.
The channel has a gross area of
2181mm2. The bolts have a shear stress
of 457MPA.
30 65 65 30
60
80
O O O
60
C8X11.5
(AISC Designation)
What is the allowable strength due to
bearing in bolts (kN)?
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